An innovative foundation for enhancing the mechanism of transferring vertical loads on sandy soil. [PDF]
Sci RepAlsanabani N +3 more
europepmc +1 more source
Nonlinear dynamic analysis of pile foundation using finite element method. [PDF]
Sci RepGoshu T +6 more
europepmc +1 more source
Protection of pipeline below pavement subjected to traffic induced dynamic response. [PDF]
Sci Rep, 2023 Chaudhuri CH, Choudhury D.
europepmc +1 more source
Parametric Studies of a New Offshore Anchor Concept Using Python Scripting PLAXIS 3D
, 2020 During the summer of 2019, Dr. Techn. Olav Olsen developed a concept for a new anchor solution named OO-anchor. The intention of the anchor is to compete with other well-known anchors in the offshore industry, in terms of cost and installation. To further investigate the new concept, parameter and sensitivity studies are presented in this master thesis.
openaire +1 more source
Seismic Response of Wind Turbines on Caisson-Type Foundations in Soft Clay [PDF]
, 2019 Brennan, A. J., Mrema, W.
core +1 more source
Bearing capacity improvement of medium clay soil using sodium silicate sand columns. [PDF]
Sci RepJahanger ZK +3 more
europepmc +1 more source
Predicting the behaviour of non-circular, curved-in-plan retaining walls using the trial load method
, 2017 The trial load method is a long established method to predict the behaviour, and design of arch dams. This paper presents the first implementation of this method to predict the behaviour of non-circular, curved-in-plan, deep excavations.
Fuentes, R, Gilmore, D
core
Optimization of steel anchor pile configurations for enhanced pullout resistance in expansive soil foundations. [PDF]
Sci RepSharma A +10 more
europepmc +1 more source
Developing new machine-learning intelligent models to predict the excavation-tunnel displacements. [PDF]
Sci RepTabaroei A +3 more
europepmc +1 more source
Influence of cement soil column on soil behavior. [PDF]
Sci RepNashaat AELSW, Kamar AM.
europepmc +1 more source